September 2013
Intermediate to advanced
320 pages
11h 25m
English
Content preview from Finite Element Techniques for Fluid Flow
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100 300 m
° Observation
wells
• Nodes
A
Pumping
well
Figure 6.10 Element configuration for Galerkin analysis of
Musquodoboit Harbour aquifer
10'
10
10"'
Finite difference
solution
*>-
"/"".. ^-'
^>—
Finite element
^sf^yf'
/
Δ
solution s' y
Well
I
/Well 2 Well 3
10°
10'
io
z
Pumping
period (min)
I0
3
io
4
Figure 6.11 Comparison affinité difference and finite element solution at
Musquodoboit Harbour, Nova Scotia
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